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Testing Report for 2015-10-29-3-5

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 051F8904
EFIS: 0514000072
Project ID: 210277
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-28.0/28.4
Work Description: CONSTRUCT VIADUCT.
Location Description: MONTEREY COUNTY NEAR LUCIA FROM 0.1 MILE SOUTH OF BIG CREEK BRIDGE TO 2.8 MILES SOUTH OF DOLAN CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Tyler Lavering
Structure Rep.: Juan Moreno

Sample Information

DIME Sample ID: 2015-10-29-3
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 10/29/2015
Date that the sample was received by the laboratory/organization performing the testing: 11/3/2015
The quantity of what the sample constitutes: 13
A brief description of the sample: Bearing Pad
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: scougal

Material Information

Mfg. Lot Number(s): NA
Material/Compound/Elastomer ID: 131944A
Samples Representing: 13
Description (size): 2in x 10in x 14in
Comments: Unknown
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA

Test Information

DIME Test ID: 2015-10-29-3-5
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Date Tested: 11/9/2015
Verified Date: 11/16/2015
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Number of specimens tested: 3
UTM: 2KIP
Humidity: 50 %
Temperature: 72 f
Sample 1 Median Thickness: 0.075 in
Sample 1 Tear Strength: 186.7 lb/in
Sample 2 Median Thickness: 0.076 in
Sample 2 Tear Strength: 184.2 lb/in
Sample 3 Median Thickness: 0.079 in
Sample 3 Tear Strength: 189.9 lb/in
Median of the Tear Strength Values: 186.7 lb/in